Summary for Test 2020-10-19-6-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 214939 DEA: 120P5804 EFIS: 1215000148 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-90-2.6/5.1 |
| Award Date | 06/19/2020 |
| Closeout Date | 11/09/2021 |
| Work Description | COLD PLANE AC, PLACE RHMA, REPLACE ROADSIDE SIGNS, LOOPS & RESTRIPE. |
| Location Description | ORANGE COUNTY IN FULLERTON AND BREA FROM HARBOR BOULEVARD TO RANDOLPH AVENUE |
| QA Service Level | 1 (Verified on 09/09/2020) |
Sample Information
| Sample Taken Date | 10/19/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/22/2020 |
| Sample type | Verification | A brief description of the sample | JMF 3/8" HMA-A-SP, R15,0.25% LAS |
| The quantity of what the sample constitutes | 4 Bags of Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RMA Group | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0632A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J Noble Orange | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 44R1501SPWO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-10-19-6
DIME Test ID: 2020-10-19-6-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2020-10-30
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 10/27/2020
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4776 grams
Mass of sample on No.12 sieve (after 500 revolutions): 4057 grams
Percent loss after 100 revolutions: 4 %
Percent loss after 500 revolutions: 19 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2020 ✔